HomeMy WebLinkAboutLand Use Case.300 AVSC Dr.0024.2015.ASLUASLU
PD Amendment
300 AVSC Rd
PID # 273514106032
1
CITY OF ASPEN
PRE-APPLICATION CONFERENCE SUMMARY
PLANNER: Justin Barker, 970.429.2797 DATE: 7/29/2014
PROJECT: AVSC JSB UPDATED: 3/5/15
REPRESENTATIVE: Stephen Ellsperman
REQUEST: Insubstantial PD Amendment
DESCRIPTION:
The applicant is proposing to construct a super trampoline and ramps with airbag pit on the property located at 300 AVSC
Road. This property is located in Block B of the Moore Family PUD. According to Article VIII of the PUD Guide (reception
#420467), “All development, including grading, shall be contained within the building envelopes…” The proposal includes
development which encroaches into the platted setbacks. This requires an amendment to the PUD to allow for these
improvements within the setbacks. Approval to apply for the amendment shall be provided by the Five Trees Homeowner’s
Association.
Below are links to the Land Use Application form and Land Use Code for your convenience:
Land Use App:
http://www.aspenpitkin.com/Portals/0/docs/City/Comdev/Apps%20and%20Fees/2013%20land%20use%20app%20form.pdf
Land Use Code:
http://www.aspenpitkin.com/Departments/Community-Development/Planning-and-Zoning/Title-26-Land-Use-Code/
Relevant Land Use Code Section(s):
26.304 Common Development Review Procedures
26.575.020 Calculations and Measurements
26.445.110.A Planned Development – Insubstantial Amendments
Review by: Staff for completeness
Review agencies for compliance
Public Hearing: None.
Planning Fees: $650 for 2 hours of staff time. Any unbilled portion of this deposit will be refunded at the
conclusion of the case. Additional staff hours, if needed, will be billed at $325 per hour.
Referrals: None.
Total Deposit: $650.
To apply, submit the following information:
Completed Land Use Application and signed fee agreement.
Pre-application Conference Summary (this document).
2
Total deposit for review of the application.
Street address and legal description of the parcel on which development is proposed to occur, consisting of a
current (no older than 6 months) certificate from a title insurance company, an ownership and encumbrance
report, or attorney licensed to practice in the State of Colorado, listing the names of all owners of the property,
and all mortgages, judgments, liens, easements, contracts and agreements affecting the parcel, and
demonstrating the owner’s right to apply for the Development Application.
Applicant’s name, address and telephone number in a letter signed by the applicant that states the name,
address and telephone number of the representative authorized to act on behalf of the applicant.
A site improvement survey (no older than a year from submittal) including topography and vegetation showing
the current status of the parcel certified by a registered land surveyor by licensed in the State of Colorado.
HOA Compliance form (Attached)
Evidence from the Five Trees HOA providing approval for the proposal and right to apply.
A written description of the proposal and an explanation in written, graphic, or model form of how the proposed
development complies with the review standards relevant to the development application and relevant land use
approvals associated with the property.
An 8 1/2” by 11” vicinity map locating the parcel within the City of Aspen.
2 Copies of the complete application packet and, if applicable, associated drawings.
A digital copy of the application provided in pdf file format.
Disclaimer:
The foregoing summary is advisory in nature only and is not binding on the City. The summary is based on current
zoning, which is subject to change in the future, and upon factual representations that may or may not be accurate. The
summary does not create a legal or vested right.
City C970
COMMUNITY DEVELOPMENT DEPARTMENT
Homeowner Association Compliance Policy
All land use applications within the City of Aspen are required to include a Homeowner Association
Compliance Form (this form) certifying the scope of work included in the land use application complies
with all applicable covenants and homeowner association policies. The certification must be signed by
the property owner or Attorney representing the property owner.
Property
Owner (“I”):
Name:
Email: Phone No.:
Address of
Property:
(subject of
application)
I certify as follows: (pick one)
□ This property is not subject to a homeowners association or other form of private covenant.
□ This property is subject to a homeowners association or private covenant and the
improvements proposed in this land use application do not require approval by the homeowners
association or covenant beneficiary.
□ This property is subject to a homeowners association or private covenant and the
improvements proposed in this land use application have been approved by the homeowners
association or covenant beneficiary. Evidence of approval is attached.
I understand this policy and I understand the City of Aspen does not interpret, enforce, or manage the
applicability, meaning or effect of private covenants or homeowner association rules or bylaws. I
understand that this document is a public document.
Owner signature: _________________________ date:___________
Owner printed name: _________________________
or,
Attorney signature: _________________________ date:___________
Attorney printed name: _________________________
F I V E T REE S
DESIGN REVIEW BOARD
Am Starry., President Daviel Parker, Vice President Eve Whiston
Tanja Wojcik Bruce Etkin Cary Beach, Manager
August 30, 2014
Walt Evans
Aspen Valley Ski and Snowboard Club
300 AVSC Road
Aspen, Colorado 81611
Re: Side Yard Project Approval
Walt:
The FiveTrees Design Review Board has reviewed the most recent submission showing all new
outdoor training facilities, referred to as the "Side Yard Project," will be installed to the north of
the AVSC building. This includes the trampoline, the skateboard and inline skate ramp and
airbag, all of which have been found to be acceptable to the FTDRB in the locations shown.
We appreciate that AVSC contemplated and then considered the impact of these facilities on the
Sievers Circle neighborhood, and we agree that moving these facilities from the originally
proposed location to the "opposite" side of the building adequately addresses the concerns of
those neighbors and the FiveTrees Community.
Sincerely,
By
Gary L.
Manager
Email to FTMD @)b
0209drb-aysc side yard approval .wpd
With Attachments
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GATEAVSC SIDEYARD AERIAL SITE S OPRis ENGINEERING, LM
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CITY OF ASPEN, COLORADO I CIVIL CONSULTANTS DEMNED BY
DATE
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TRAINING FACILITIES OVERALL SITE LAYOUT 502 M?4 STREE—N BY
CARHOWALEC081623
7D4-0311 CHECY.ED BY
DESIGN SET FAX (9970)-7G4-Q3l3
Homeowner Association Compliance Policy
All applications for a building permit within the City of Aspen are required to include a certification of
compliance with applicable covenants and homeowner association policies. The certification must be
signed by the property owner or Attorney representing the property owner. The following certification
shall accompany the application for a permit.
Subject Property: 300 441,1L 'OUME
I, the property owner, certify as follows: (pick one)
❑ This property is not subject to a homeowners association or other form of private covenant.
❑ This property is subject to a homeowners association or private covenant and the improvements
proposed in this building permit do not require approval by the homeowners association or
covenant beneficiary.
This property is subject to a homeowners association or private covenant and the improvements
proposed in this building permit have been approved by the homeowners association or
covenant beneficiary.
I understand the City of Aspen does not interpret, enforce, or manage the applicability, meaning or
effect of private covenants or homeowner association rules or bylaws. I understand that this document
is a public document.
Owner signature:
Owner printed name:
or,
Attorney signature:
Attorney printed name:
date: 2- �6 /S
date:
November, 2014 City of Aspen 1 130 S. Galena St. 1 (970) 920-5090
IMPROVEMENT SURVEY PLAT/TOPOGRAPHICAL MAP OF:
BLOCK B MOORE FAMILY P.U.D.
I
A PARCEL OF LAND SITUATED IN THE W 1/2 OF THE SE 1/4 OF SECTION 111
THE NW% OF THE NE% ANDTHES% OF THE NEY OFSECTION 14
TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M.
COUNTY OF PITKIN, STATE OF COLORADO
SHEET 1 OF 1
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IMPROVEMENT SURVEY PLAT/TOPOGRAPHICAL MAP OF:
BLOCK B MOORE FAMILY P.U.D.
I
A PARCEL OF LAND SITUATED IN THE W 1/2 OF THE SE 1/4 OF SECTION 111
THE NW% OF THE NE% ANDTHES% OF THE NEY OFSECTION 14
TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M.
COUNTY OF PITKIN, STATE OF COLORADO
SHEET 1 OF 1
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EXISTING CONDITIONS LEGEND
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TELEPHONE PEDESTAL
ELECTRIC METER
ELECTRIC TRANSFORMER
SEWER MANHOLE
WATER HYDRANT
DRYWELL
IRRIGATION VALVE
GAS LINE
COMMON UTILITY TRENCH
2" ASPEN TREE
EDGE OF VEGETATION
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ASPEN SCHOOL DISTRICT 5//7,013SQIFT.
d.309AC•RES
City of Aspen Marcin control
(GPS -15) Maroon Creek Road at Aspen
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E99.00'
1850'
City of Aspen Marcin control
(GPS -14) Tiehack Road at Bridge
NOTICE: ACCORDING TO COLORADO LAW%CMENICEDINIOaE
UST COMMENCE A V LEGAL
ACTION BASED UPON ANY DEFECT IN THIS WITHIN THREE YEA S
AFTER YOU FIRST DISCOVER SUCH DEFECT.EVENTY ANY A N
BASED UPON ANY DEFECT IN THIS SURVEY BE THAN EN
YEARS FROM THE DATE OF CERTIFICATION HEREON.
ND REBAR-&
CAP LS #20133
N58.1T2TE
2161.93' (
LOT 22e
,803, ti�7. 10' SE RACK (TYP)
. 3 \
„ ,' S I EASEMENY / �91D I `
REC #450569
OQ9,
FOUND REBAR & LIFT `,',{(,ERATbR ' I I \ ' 2�
AP LS #20133 CONTRmL SHACK
LOT 23e
LOT 21e
I FI
�NDED PLATBLOCK C
OFT E MOOK FAIL ILY y.U.D.
FOUND REBAR &
CAP LS #20133
BENCHMARK
V=8065.94
S15° 40"W
LOT 20e 0.37'
/ T1 e
CHAIR LIFT
(SUPPORT
GRAPHIC SCALE
10 20 40
( IN FEET)
1 inch = 20 ft.
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EXISTING CONDITIONS LEGEND
CATV PEDESTAL
TELEPHONE PEDESTAL
ELECTRIC METER
ELECTRIC TRANSFORMER
SEWER MANHOLE
WATER HYDRANT
DRYWELL
IRRIGATION VALVE
GAS LINE
COMMON UTILITY TRENCH
2" ASPEN TREE
EDGE OF VEGETATION
INV 9;59♦ \ i ASPHALT `\ `\(>\ -`
Lo
32.34')-- ` --__ _ ',• / ' ,C f��`�`/
COM410N SKI LIASEM NT
BOOK 45VAGE7
35.39: ± l \ \ \,`
TRASH ENCLOSUR
CONCRETE PAD
MULTI-STORYD` \ / ' %� 14.40'
F
WOO RA 1 ' I
ONCFESE \ /�/ � -/ ME BUILDING h ' � i �\
C �� STORY .12' 'fOUN REAR&
WOOD FRAME BUILDING2 LAP Lb #20133
TWORY
; /' --- /',' J, I I I I I I ' 1I 1 1 / rl
B i)CK B
ASPEN SCHOOL DISTRICT 5//7,013SQIFT.
d.309AC•RES
City of Aspen Marcin control
(GPS -15) Maroon Creek Road at Aspen
Recreational Center\BENC ` \.•.. , , / ' ,' / , ' \ ' % ,'
FOUND REBAR& r -\` .`- `\\ - / - // , , I/ / \I ' I I
02'42"W
CAP LS #20133 / ' - \ _ _ / ' / / ,{
,\ ' \ / /
BENCHMARK — — — ' , + SCREENI \ ' / \ - _ — _ _ / / / / / +u
6S' (TIE) — — NG LO - \ , / o
ELV=8050.77 — I— — i _ 1 RE TS21e_
♦_\ L- \ \ �-- _ _ ��8334 2qe -� \ \\-----'' / / ' I/ m/
"�-- -- — -- --- 54-5'14'45" \ � \ � ��•__-�`-----� / j'' //' / ,{ u /\�//,'
E99.00'
1850'
City of Aspen Marcin control
(GPS -14) Tiehack Road at Bridge
NOTICE: ACCORDING TO COLORADO LAW%CMENICEDINIOaE
UST COMMENCE A V LEGAL
ACTION BASED UPON ANY DEFECT IN THIS WITHIN THREE YEA S
AFTER YOU FIRST DISCOVER SUCH DEFECT.EVENTY ANY A N
BASED UPON ANY DEFECT IN THIS SURVEY BE THAN EN
YEARS FROM THE DATE OF CERTIFICATION HEREON.
ND REBAR-&
CAP LS #20133
N58.1T2TE
2161.93' (
LOT 22e
,803, ti�7. 10' SE RACK (TYP)
. 3 \
„ ,' S I EASEMENY / �91D I `
REC #450569
OQ9,
FOUND REBAR & LIFT `,',{(,ERATbR ' I I \ ' 2�
AP LS #20133 CONTRmL SHACK
LOT 23e
LOT 21e
I FI
�NDED PLATBLOCK C
OFT E MOOK FAIL ILY y.U.D.
FOUND REBAR &
CAP LS #20133
BENCHMARK
V=8065.94
S15° 40"W
LOT 20e 0.37'
/ T1 e
CHAIR LIFT
(SUPPORT
GRAPHIC SCALE
10 20 40
( IN FEET)
1 inch = 20 ft.
SCALE: 1" = 2000'
..,-\Tre
1. Date of Survey: June - July 2012. Reviewed site for changes on June 27th, 2013
REVIEWED SITE FOR CHANGES ON JULY 17TH, 2014
2. Date of Preparation: July - August 2011. Reissued to current date July 17, 2013
REISSUED TO CURRENT DATE AUGUST 11, 2014
3. Basis of Bearing: A bearing of S45034'45"E from the Westerly corner of Block B, a
found Rebar & Cap LS #20133 to the Westerly angle point a found Rebar & Cap LS
#20133.
4. Basis of Survey: The Moore Family Lot Line Adjustment Plat recorded August 10,
1998 in Plat Book 45 at Page 73 as Reception Number 420462, the Moore Family
Division Plat recorded August 10, 1998 in Plat Book 45 at Page 76 as Reception
Number 420463, the Moore Family Parcel "A" Subdivision, Essential Community
Facilities Exemption Plat recorded August 10, 1998 in Plat Book 45 at Page 78 as
Reception Number 420464, the Moore Family Planned Unit Development, a
Planned Community recorded August 10, 1998 in Plat Book 45 at Page 81 as
Reception Number 420465, First Amended Plat of the Moore Family P.U.D. a
Planned Community recorded July 6, 1999 in Plat Book 50 at Pate 40 as Reception
Number 433030, Moore No. 1 Annexation recorded July 14, 1999 in Plat Book 50
at Page 44 as Reception Number 433342, Moore No. 2 Annexation recorded July
14, 1999 in Plat Book 50 at Page 45 as Reception Number 433343, Moore No. 3
Annexation recorded July 14, 1999 in Plat Book 50 at Page 46 as Reception
Number 433344, Moore No. 4 Annexation recorded July 14, 1999 in Plat Book 50
at Page 47 as Reception Number 433345, various documents of record, and the
found monuments, as shown.
5. This survey does not constitute a title search by Sopris Engineering, LLC (SE) to
determine ownership or easements of record. For all information regarding
easements, rights of way and/or title of record, SE relied upon the above said
plats described in note 4 and the Title Commitment prepared by Land Title
Guarantee Company, order #QT62004656, effective date of June 27, 2012.
6. Basis of elevation: City of Aspen, Marcin control datum, which is based on an
elevation of 8021.91' (NAVD 1988) on the City of Aspen Control (GPS -15) Maroon
Creek Road at the Aspen Recreational Center. This established two site
benchmarks, shown on this page.
7. Contour Interval: One (1) foot.
8. The linear unit used in the preparation of this plat is the U.S. Survey Foot as
defined by the United States Department of Commerce, National Institute of
Standards and Technology.
RD
COLUMNS, \ SOPRIS ENGINEERING - LLC
60' WIDE \ CIVIL CONSULTANTS
SKI TLIFT EASEMENT EASEMENT 502 MAIN STREET/ SUITE A3
BOOK 45 PAGE 78 \
CARBONDALE, COLORADO 81623
\\ (970) 704-0311 SOPRISENG@SOPRISENG.COM
SURVEYOR'S CERTIFICATE
I, Mark S. Beckler, hereby certify to Aspen Valley Ski Club (AVSC) and Land
Title Guarantee Company, that this is an "IMPROVEMENT SURVEY PLAT" as
defined by C.R.S. § 38-51-102(9), and that is is a monumented Land Survey
showing the current location of all structures, water courses, water features
and/or bodies of water, visible roads, utilities, fences, or walls situated on
the described parcel and within five feet of all boundaries of such parcel,
any conflicting boundary evidence or visible encroachments, all easements
and rights of way of a public or private nature that are visible, or apparent,
or of record and underground utilities described in Land Title Guarantee
Company's title Order or other sources as specified on the
IMPROV,,ENT,,,, - ror of closure is less than 1/15,000.
I�NAL LPS�
RAR sb 121.15 08/02/12 12115EX-COND.DWG
W
H f T
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9v
SCALE: 1" = 2000'
..,-\Tre
1. Date of Survey: June - July 2012. Reviewed site for changes on June 27th, 2013
REVIEWED SITE FOR CHANGES ON JULY 17TH, 2014
2. Date of Preparation: July - August 2011. Reissued to current date July 17, 2013
REISSUED TO CURRENT DATE AUGUST 11, 2014
3. Basis of Bearing: A bearing of S45034'45"E from the Westerly corner of Block B, a
found Rebar & Cap LS #20133 to the Westerly angle point a found Rebar & Cap LS
#20133.
4. Basis of Survey: The Moore Family Lot Line Adjustment Plat recorded August 10,
1998 in Plat Book 45 at Page 73 as Reception Number 420462, the Moore Family
Division Plat recorded August 10, 1998 in Plat Book 45 at Page 76 as Reception
Number 420463, the Moore Family Parcel "A" Subdivision, Essential Community
Facilities Exemption Plat recorded August 10, 1998 in Plat Book 45 at Page 78 as
Reception Number 420464, the Moore Family Planned Unit Development, a
Planned Community recorded August 10, 1998 in Plat Book 45 at Page 81 as
Reception Number 420465, First Amended Plat of the Moore Family P.U.D. a
Planned Community recorded July 6, 1999 in Plat Book 50 at Pate 40 as Reception
Number 433030, Moore No. 1 Annexation recorded July 14, 1999 in Plat Book 50
at Page 44 as Reception Number 433342, Moore No. 2 Annexation recorded July
14, 1999 in Plat Book 50 at Page 45 as Reception Number 433343, Moore No. 3
Annexation recorded July 14, 1999 in Plat Book 50 at Page 46 as Reception
Number 433344, Moore No. 4 Annexation recorded July 14, 1999 in Plat Book 50
at Page 47 as Reception Number 433345, various documents of record, and the
found monuments, as shown.
5. This survey does not constitute a title search by Sopris Engineering, LLC (SE) to
determine ownership or easements of record. For all information regarding
easements, rights of way and/or title of record, SE relied upon the above said
plats described in note 4 and the Title Commitment prepared by Land Title
Guarantee Company, order #QT62004656, effective date of June 27, 2012.
6. Basis of elevation: City of Aspen, Marcin control datum, which is based on an
elevation of 8021.91' (NAVD 1988) on the City of Aspen Control (GPS -15) Maroon
Creek Road at the Aspen Recreational Center. This established two site
benchmarks, shown on this page.
7. Contour Interval: One (1) foot.
8. The linear unit used in the preparation of this plat is the U.S. Survey Foot as
defined by the United States Department of Commerce, National Institute of
Standards and Technology.
RD
COLUMNS, \ SOPRIS ENGINEERING - LLC
60' WIDE \ CIVIL CONSULTANTS
SKI TLIFT EASEMENT EASEMENT 502 MAIN STREET/ SUITE A3
BOOK 45 PAGE 78 \
CARBONDALE, COLORADO 81623
\\ (970) 704-0311 SOPRISENG@SOPRISENG.COM
SURVEYOR'S CERTIFICATE
I, Mark S. Beckler, hereby certify to Aspen Valley Ski Club (AVSC) and Land
Title Guarantee Company, that this is an "IMPROVEMENT SURVEY PLAT" as
defined by C.R.S. § 38-51-102(9), and that is is a monumented Land Survey
showing the current location of all structures, water courses, water features
and/or bodies of water, visible roads, utilities, fences, or walls situated on
the described parcel and within five feet of all boundaries of such parcel,
any conflicting boundary evidence or visible encroachments, all easements
and rights of way of a public or private nature that are visible, or apparent,
or of record and underground utilities described in Land Title Guarantee
Company's title Order or other sources as specified on the
IMPROV,,ENT,,,, - ror of closure is less than 1/15,000.
I�NAL LPS�
RAR sb 121.15 08/02/12 12115EX-COND.DWG
Agreement to Pay Application Fees
An agreement Detween the city of Aspen (--city-) ana
Property Mark COTe Phone No.: mcole@teamavSc.org
Owner ("I"): Email:
Address of 300 AVSC Drive Billing 300 AVSC Drive
Property: Address:
(subject of (send bills here)
application)
I understand that the City has adopted, via Ordinance No. , Series of 2011, review fees for Land Use applications
and the payment of these fees is a condition precedent to determining application completeness. I understand
that as the property owner that I am responsible for paying all fees for this development application.
For flat fees and referral fees: I agree to pay the following fees for the services indicated. I understand that these
flat fees are non-refundable.
$0
flat fee for Select Dept
$ 0 flat fee for Select Dept
$ 0 flat fee for Select Dept
$ 0 flat fee for Select Review
For deposit cases only: The City and I understand that because of the size, nature or scope of the proposed
project, it is not possible at this time to know the full extent or total costs involved in processing the application. I
understand that additional costs over and above the deposit may accrue. I understand and agree that it is
impracticable for City staff to complete processing, review, and presentation of sufficient information to enable
legally required findings to be made for project consideration, unless invoices are paid in full.
The City and I understand and agree that invoices mailed by the City to the above listed billing address and not
returned to the City shall be considered by the City as being received by me. I agree to remit payment within 30
days of presentation of an invoice by the City for such services.
I have read, understood, and agree to the Land Use Review Fee Policy including consequences for non-payment.
I agree to pay the following initial deposit amounts for the specified hours of staff time. I understand that payment
of a deposit does not render an application complete or compliant with approval criteria. If actual recorded costs
exceed the initial deposit, I agree to pay additional monthly billings to the City to reimburse the City for the
processing of my application at the hourly rates hereinafter stated.
$ 650 deposit for 2 hours of Community Development Department staff time. Additional time
above the deposit amount will be billed at $325 per hour.
$ 0 deposit for 0 hours of Engineering Department staff time. Additional time above the deposit
amount will be billed at $265 per hour.
City of Aspen: Property Owner:
Chris Bendon
Community Development Director
Name: Mark Cole
City Use:
Title: Executive Director
Fees Due: $ 650 Received: $
ATTACHMENT 2 —LAND USE APPLICATION
PROJECT:
Name: Aspen Valley Ski and Snowboard Club
Location: 300 AVSC Drive
(Indicate street address, lot & block number, legal description where appropriate)
Parcel ID 4 (REQUIRED)
APPLICANT:
Name:
Nick Ketpura
Address:
66 Hunter Logan Ln Snowmass CO
Phone 4:
970-343-9205
REPRESENTATIVE:
Name:
Nick Ketpura
Address:
66 Hunter Logan Ln Snowmass CO
Phone 4:
970-343-9205
TYPE OF APPLICATION: (please check all that apply):
❑ GMQS Exemption
❑ GMQS Allotment
❑ Special Review
❑ ESA — 8040 Greenline, Stream
Margin, Hallam Lake Bluff,
Mountain View Plane
❑ Commercial Design Review
❑ Residential Design Variance
❑ Conditional Use
❑ Conceptual PUD
® Final PUD (& PUD Amendment)
❑ Subdivision
❑ Subdivision Exemption (includes
condominiumization)
❑ Lot Split
❑ Lot Line Adjustment
EXISTING CONDITIONS: (description of existing buildings, uses, previous approvals, etc.)
Current clubhouse house administrative offices, locker rooms,
meetings spaces for ski + snowboard programs.
"ROPOSAL: (description of proposed buildings, uses, modifications, etc.)
Addition of outdoor training facilities including ramps/air bags and
trampolines.
❑
Temporary Use
❑
Text/Map Amendment
❑
Conceptual SPA
❑
Final SPA (& SPA
Amendment)
❑ Small Lodge Conversion/
Expansion
❑ Other:
Have you attached the following? FEES DUE: $ 650
Pre -Application Conference Summary
Attachment #1, Signed Fee Agreement
%❑ Response to Attachment 43, Dimensional Requirements Form
rL] Response to Attachment 44, Submittal Requirements- Including Written Responses to Review Standards
9:1 3-D Model for large project
All plans that are larger than 8.5" X I I" must be folded. A disk with an electric copy of all written text
(Microsoft Word Format) must be submitted as part of the application. Large scale projects should include an
electronic 3-D model. Your pre -application conference summary will indicate if you must submit a 3-D model.
A
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OPRIS ES NGINEERING, LLC.
CIVIL CONSULTANTS
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TRAINING FACILITIES OVERALL SITE LAYOUT
AVSC SIDEYARD AERIAL SITE
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NO.REVISION BY DATE
502 MAIN STREET
CARBONDALE, CO 81623
(970) 704-0311
FAX: (970)-704-0313
DESIGNED BYCITY OF ASPEN, COLORADO
DRAWN BY
CHECKED BY
DATEINITIALS
DESIGN SET
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GENERAL CONSTRUCTION NOTES:1.ALL CONTRACTORS AND SUBCONTRACTORS SHALL HAVE A SET OF APPROVED CONSTRUCTIONDOCUMENTS ON SITE AT ALL TIMES.2.EXISTING CONTOURS ARE AT 1' FOOT INTERVALS.3.PROPOSED CONTOURS ARE AT 1' FOOT INTERVALS.4.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATIONS AND PROTECTION OFALL EXISTING UTILITIES SHOWN, ALL EXISTING UTILITIES NOT SHOWN, AND ALL PROPOSEDUTILITIES ON THESE PLANS. THESE UTILITIES EITHER UNDERGROUND OR OVERHEAD, SHALL BE MAINTAINED INCONTINUOUS SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLEAND LIABLE FOR ANY DAMAGE TO, OR INTERRUPTION OF SERVICES CAUSED BY THE CONSTRUCTION.5.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING CONDITIONSOUTSIDE THE DESIGNATED IMPROVEMENT AREA FROM DAMAGE. ANY DAMAGE TO EXISTINGAREAS OUTSIDE THE DESIGNATED IMPROVEMENT AREA DURING CONSTRUCTION SHALL, AT AMINIMUM, BE RESTORED TO A STATE EQUAL TO ITS PRE CONSTRUCTION STATE.6.THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS TO COMPLETE WORK, ANDSHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. IDENTIFYING THE NEEDFOR A PERMIT, PREPARING THE APPLICATION, AND PAYING THE SUBMITTAL AND REVIEW FEESNECESSARY TO SECURE PERMITS WILL BE THE TOTAL RESPONSIBILITY OF THE GENERALCONTRACTOR. A COPY OF ALL PERMITS MUST BE ON SITE AT ALL TIMES.7.THE GENERAL CONTRACTOR SHALL PERFORM THE WORK ACCORDING TO ALL LOCALGOVERNMENT, COUNTY, STATE, AND FEDERAL SAFETY AND HEALTH REGULATIONS. INPARTICULAR, THE "TRENCHING" AND "OPEN EXCAVATION" OPERATIONS SHALL COMPLY WITH ALLCURRENT O.S.H.A. REGULATORY REQUIREMENTS.8.ALL WORK INCLUDING WARRANTY WORK, SHALL BE INSPECTED BY THE PROJECT ENGINEER WHOSHALL HAVE AUTHORITY TO HALT CONSTRUCTION WHEN PROPER CONSTRUCTION PRACTICES ARENOT BEING ADHERED TO.9.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING THEIR OWN DISPOSAL SITEFOR ALL DISPOSED MATERIALS.10.COMPACTION IN EXCAVATED AREAS SHALL BE 95% STANDARD PROCTOR DENSITY.11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING INSPECTIONS PERFORMED BYOTHER GOVERNMENTAL AGENCIES, AS PRESCRIBED IN THEIR PERMITS AND APPROVALS.12.THE CONTRACTOR SHALL HIRE A TESTING LABORATORY, APPROVED BY THE LOCAL GOVERNMENT,TO PERFORM COMPACTION TESTS OF AGGREGATE BASE, AGGREGATE SUB-BASE AND SUB-GRADETO THE SATISFACTION OF THE LOCAL GOVERNMENT. THE TEST RESULTS SHALL BE SUBMITTED TOTHE LOCAL GOVERNMENT PRIOR TO ANY AC OR PCC PAVING. AC PAVING SHALL BE TESTED WITH ANUCLEAR GAGE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF ALL TESTING.13.THE CONTRACTOR SHALL INSTALL AND MAINTAIN FENCES, BARRIERS, LIGHTS AND SIGNS THATARE NECESSARY TO GIVE ADEQUATE WARNING TO THE PUBLIC AT ALL TIMES.14.NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT-OF-WAY AFTER "NORMALWORKING HOURS". AT THE END OF EACH DAY'S WORK AND AT OTHER TIMES WHEN CONSTRUCTIONOPERATIONS ARE SUSPENDED FOR ANY REASON, THE CONTRACTOR SHALL REMOVE ALLEQUIPMENT AND OTHER OBSTRUCTIONS FROM THE PUBIC RIGHT-OF-WAY.15.WHERE TWO OR MORE CONTRACTORS ARE WORKING IN THE SAME AREA, EACH SHALL CONDUCTTHEIR OPERATIONS IN SUCH A MANNER AS NOT TO CAUSE ANY UNNECESSARY DELAY ORHINDRANCE TO THE OTHER. WHERE CONFLICTS CANNOT BE AVOIDED, THE LOCAL GOVERNMENTWILL DETERMINE WHICH CONTRACTORS HAVE CONSTRUCTION PRIORITY OVER THE OTHERCONTRACTORS AND THE TERMS OF SUCH CONSTRUCTION PRIORITY.16.CONTRACTOR SHALL NOTIFY ALL PUBLIC OR PRIVATE UTILITY OWNERS FORTY-EIGHT HOURSPRIOR TO COMMENCEMENT OF WORK ADJACENT TO THE UTILITY.17.CONTRACTOR SHALL NOTIFY THE ADJACENT RESIDENCES AND BUSINESS IN WRITING DESCRIBINGTHE NATURE OF THE WORK, SCHEDULE OF THE WORK, WHEN PARKING WILL BE PROHIBITED (IFANY), AND WHO TO CALL AT THE CONTRACTOR'S OFFICE IF THEY HAVE QUESTIONS ABOUT THEWORK. THE LOCAL GOVERNMENT PRIOR TO ITS DISTRIBUTION MUST APPROVE THE NOTICE. THECONTRACTOR MUST DISTRIBUTE THE NOTICE TO THE ADJACENT RESIDENCES AND BUSINESS ATLEAST 7 DAYS PRIOR TO THE START OF THE CONSTRUCTION WORK.18.AT THE END OF EACH WORK DAY, ALL EXCAVATIONS WITHIN THE STREET AND TRAVEL WAY SHALLBE: (1) BACKFILLED AND PAVED WITH TEMPORARY PAVING SUCH THAT THE FINISHED SURFACE ISFLUSH WITH THE EXISTING PAVEMENT, (2) ADEQUATELY COVERED WITH STEEL PLATE BRIDGING,OR (3) BACKFILLED AND PAVED WITH PERMANENT PAVING. IF STEEL PLATE BRIDGING IS USED, THESTEEL PLATE BRIDGING MUST BE REMOVED WITHIN 48 HOURS AFTER ITS INSTALLATION.CONTROLLED DENSITY FILL SHALL NOT BE USED AS TEMPORARY AC PAVING.19.ALL EXCESS MATERIALS GENERATED FROM THE SITE ARE THE RESPONSIBILITY OF THECONTRACTOR AND SHALL BE DISPOSED PROPERLY.20.ALL ITEMS REMOVED ON THE PROJECT SHALL BECOME THE PROPERTY OF THE CONTRACTORUNLESS OTHERWISE NOTED.21.WHERE IT IS REQUIRED TO SAW CUT EXISTING PAVEMENT THE CUTTING SHALL BE DONE TO ANEAT WORK LINE.22.ALL GEOTECHNICAL RECOMMENDATIONS TO BE ADHERED TO.EARTHWORK, EROSION AND SEDIMENT CONTROL NOTES:1.ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH THE CITY OF ASPEN.2.PROPOSED CONTOURS ARE AT 1' INTERVALS.3.THE STORM SYSTEM SHALL BE INSPECTED AS SOON AS POSSIBLE AFTER CONSTRUCTION.4.ALL LANDSCAPED AREAS OUTSIDE OF THE CONSTRUCTION DISTURBANCE ZONE SHALL BEREVEGETATED PER LANDSCAPE SPECIFICATIONS AS SOON AS POSSIBLE AFTER GRADING ISCOMPLETE. ALL SEEDED AREAS SHALL BE MULCHED AND MATTED.5.CONTRACTOR SHALL MAINTAIN ALL TEMPORARY EROSION CONTROL FACILITIES IN GOODWORKING ORDER UNTIL PERMANENT FACILITIES ARE IN PLACE.6.SILT FENCE ON THE DOWNHILL SIDE OF ANY DISTURBED AREA SHALL BE CONSTRUCTED PRIOR TOCOMMENCEMENT OF SITE GRADING.7.ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE REGULARLY INSPECTED AT LEASTEVERY 14 DAYS AND IMMEDIATELY FOLLOWING ANY PRECIPITATION EVENT. AN INSPECTIONREPORT SHALL BE MADE AND A COPY MAINTAINED AT THE SITE. ALL REQUIRED REPAIRS SHALL BECOMPLETED AND MADE IN A TIMELY MANNER. ACCUMULATED SEDIMENT AND DEBRIS SHALL BEREMOVED FROM ANY SEDIMENT TRAPPING DEVICE OR AT ANY TIME THAT THE SEDIMENT ORDEBRIS ADVERSELY IMPACTS THE FUNCTIONING OF THE SEDIMENT-TRAPPING DEVICE.8.TOPSOIL SHALL BE STOCKPILED TO THE EXTENT PRACTICAL ON SITE FOR USE ON AREAS TO BEREVEGETATED. ANY AND ALL STOCKPILES SHALL BE LOCATED AND PROTECTED FROM EROSIVEELEMENTS.9.THE CONTRACTOR IS RESPONSIBLE FOR ANY TRACKING OF SEDIMENT ONTO THE ROADWAYS.ROADWAYS ARE TO BE KEPT CLEAN THROUGHOUT THE CONSTRUCTION PHASE.10.THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS TO THE SITE BOUNDARIESAND SPECIFIED RIGHT OF WAY. THE CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREAWITHOUT THE PRIOR EXPRESSED CONSENT OF THE OWNER. DUST CAUSED BY EXCAVATION,TOPSOIL REMOVAL OPERATIONS, OR ROAD BASE PLACEMENT SHALL BE CONTROLLED BY THECONTRACTOR AT HIS EXPENSE. THE ENGINEER MAY REQUIRE THE CONTRACTOR AT ANY TIME TODISCONTINUE CONSTRUCTION ACTIVITIES UNTIL DUST CONDITIONS ARE REDUCED TO THEOWNER'S SATISFACTION.11.THE CONTRACTOR WILL BE REQUIRED TO FURNISH AND APPLY A DUST PALLIATIVE ON THE SITE ASDIRECTED BY THE TOWN. DUST PALLIATIVE MAY CONSIST OF WATER OR A NON-POLLUTINGSOLUTION. SPREADING OF WATER OR WATER MIXTURE SHALL BE DONE WITH ACCEPTABLESPRINKLING EQUIPMENT. ALL DUST CONTROL SHALL EXTEND BEYOND THE CONSTRUCTION AREAPROPER TO THE SIDE STREETS ENTERING AND EXISTING THE PROJECT, WHERE MUD AND DIRTFROM CONSTRUCTION EQUIPMENT, AS WELL AS LOCAL TRAFFIC, MAY GET ONTO THE SIDESTREETS. CLEANUP OF THESE AREAS WILL BE REQUIRED AS NECESSARY OR AS DIRECTED BY THEOWNER.12.VEHICLE TRACKING CONTROL DEVICES (MUD RACKS) SHALL BE PROVIDED AT CONSTRUCTIONENTRANCES. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTENANCE OF THESE DEVICES.13.MAINTENANCE OF PROPER DRAINAGE AND CLEANING TEMPORARY SEDIMENT PIT DURING THEPROGRESS OF THE CONTRACT IS REQUIRED. ANY DAMAGE DUE TO IMPROPER MAINTENANCE OFSAID DRAINAGE PRIOR TO FINAL ACCEPTANCE OF THE PROJECT WILL BE THE CONTRACTOR'SRESPONSIBILITY.14.ALL DISTURBED AREAS MUST BE RE-VEGETATED.15.CONTRACTOR MUST UTILIZE "BEST MANAGEMENT PRACTICES", AS EXPLAINED IN THE DRAINAGEREPORT, TO CONTROL EROSION AND SEDIMENTATION DURING CONSTRUCTION. NO SEDIMENTSHALL LEAVE SITE OR DAMAGE THE PROPERTY BEYOND ALLOWED LIMITS OF DISTURBANCEDURING CONSTRUCTION.
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NO.REVISION BY DATE
502 MAIN STREET
CARBONDALE, CO 81623
(970) 704-0311
FAX: (970)-704-0313
DESIGNED BYCITY OF ASPEN, COLORADO
DRAWN BY
CHECKED BY
DATEINITIALS
DESIGN SET
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NO.REVISION BY DATE
502 MAIN STREET
CARBONDALE, CO 81623
(970) 704-0311
FAX: (970)-704-0313
DESIGNED BYCITY OF ASPEN, COLORADO
DRAWN BY
CHECKED BY
DATEINITIALS
DESIGN SET
K
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300 AVSC DRIVE
ASPEN, CO 81611
PHONE 970.205.5100
Issue:
07.24.2014
CONCEPT DRAWINGS
AVSC
CLUBHOUSE
SIDEYARD
PROJECT NO:
DWG FILE:
A1-1—Conceptual Site Plan.dwg
SHEET TITLE
1§0114:10 1 DIN: A 06A 1 Lim
SCALE: NOT TO SCALE
M11